Page 1 | Search Results | Engineering Computations

1-10 of 10

Sort by

Journal Articles

Analysis of some partitioned algorithms for fluid‐structure interaction

R. Rossi, E. Oñate

Engineering Computations (2010) 27 (1): 20–56.

https://doi.org/10.1108/02644401011008513

Published: 05 January 2010

View article titled, Analysis of some partitioned algorithms for fluid‐structure interaction

Add to Citation Manager for Analysis of some partitioned algorithms for fluid‐structure interaction

Journal Articles

Validation of the particle finite element method (PFEM) for simulation of free surface flows

A. Larese, R. Rossi, E. Oñate, S.R. Idelsohn

Engineering Computations (2008) 25 (4): 385–425.

https://doi.org/10.1108/02644400810874976

Published: 30 May 2008

View article titled, Validation of the particle finite element method (PFEM) for simulation of free surface flows

Add to Citation Manager for Validation of the particle finite element method (PFEM) for simulation of free surface flows

Journal Articles

Direct computation of instability points with inequality constraints using the FEM

H. Tschöpe, P. Wriggers, E. Oñate

Engineering Computations (2003) 20 (5-6): 611–628.

https://doi.org/10.1108/02644400310488781

Published: 01 August 2003

View article titled, Direct computation of instability points with inequality constraints using the FEM

Add to Citation Manager for Direct computation of instability points with inequality constraints using the FEM

Journal Articles

Non‐linear explicit dynamic analysis of shells using the BST rotation‐free triangle

E. Oñate, P. Cendoya, J. Miquel

Engineering Computations (2002) 19 (6): 662–706.

https://doi.org/10.1108/02644400210439119

Published: 01 September 2002

View article titled, Non‐linear explicit dynamic analysis of shells using the BST rotation‐free triangle

Add to Citation Manager for Non‐linear explicit dynamic analysis of shells using the BST rotation‐free triangle

Journal Articles

Combination of the critical displacement method with a damage model for structural instability analysis

E. Oñate, H. Tschöpe, P. Wriggers

Engineering Computations (2001) 18 (3-4): 642–662.

https://doi.org/10.1108/02644400110387190

Published: 01 May 2001

View article titled, Combination of the critical displacement method with a damage model for structural instability analysis

Add to Citation Manager for Combination of the critical displacement method with a damage model for structural instability analysis

Journal Articles

An anisotropic elastoplastic model based on an isotropic formulation

S. Oller, S. Botello, J. Miquel, E. Oñate

Engineering Computations (1995) 12 (3): 245–262.

https://doi.org/10.1108/02644409510799587

Published: 01 March 1995

View article titled, An anisotropic elastoplastic model based on an isotropic formulation

Add to Citation Manager for An anisotropic elastoplastic model based on an isotropic formulation

Journal Articles

DERIVATION OF THIN PLATE BENDING ELEMENTS WITH ONE DEGREE OF FREEDOM PER NODE: A SIMPLE THREE NODE TRIANGLE

E. OÑATE, M. CERVERA

Engineering Computations (1993) 10 (6): 543–561.

https://doi.org/10.1108/eb023924

Published: 01 June 1993

View article titled, DERIVATION OF THIN PLATE BENDING ELEMENTS WITH ONE DEGREE OF FREEDOM PER NODE: A SIMPLE THREE NODE TRIANGLE

Add to Citation Manager for DERIVATION OF THIN PLATE BENDING ELEMENTS WITH ONE DEGREE OF FREEDOM PER NODE: A SIMPLE THREE NODE TRIANGLE

Journal Articles

A STUDY OF MESH OPTIMALITY CRITERIA IN ADAPTIVE FINITE ELEMENT ANALYSIS

E. OÑATE, G. BUGEDA

Engineering Computations (1993) 10 (4): 307–321.

https://doi.org/10.1108/eb023910

Published: 01 April 1993

View article titled, A STUDY OF MESH OPTIMALITY CRITERIA IN ADAPTIVE FINITE ELEMENT ANALYSIS

Add to Citation Manager for A STUDY OF MESH OPTIMALITY CRITERIA IN ADAPTIVE FINITE ELEMENT ANALYSIS

Journal Articles

A constitutive model for cracking of concrete based on the incremental theory of plasticity

E. Oñate, S. Oller, J. Oliver, J. Lubliner

Engineering Computations (1988) 5 (4): 309–319.

https://doi.org/10.1108/eb023750

Published: 01 April 1988

View article titled, A constitutive model for cracking of concrete based on the incremental theory of plasticity

Add to Citation Manager for A constitutive model for cracking of concrete based on the incremental theory of plasticity

Journal Articles

Free vibration analysis of plates, bridges and axisymmetric shells using a thick finite strip method

B. Suárez, J. Miquel Canet, E. Oñate

Engineering Computations (1988) 5 (2): 158–164.

https://doi.org/10.1108/eb023734

Published: 01 February 1988

View article titled, Free vibration analysis of plates, bridges and axisymmetric shells using a thick finite strip method

Add to Citation Manager for Free vibration analysis of plates, bridges and axisymmetric shells using a thick finite strip method

Update search

NARROW

Format

Journal

Type

Date

Availability

Analysis of some partitioned algorithms for fluid‐structure interaction

Validation of the particle finite element method (PFEM) for simulation of free surface flows

Direct computation of instability points with inequality constraints using the FEM

Non‐linear explicit dynamic analysis of shells using the BST rotation‐free triangle

Combination of the critical displacement method with a damage model for structural instability analysis

An anisotropic elastoplastic model based on an isotropic formulation

DERIVATION OF THIN PLATE BENDING ELEMENTS WITH ONE DEGREE OF FREEDOM PER NODE: A SIMPLE THREE NODE TRIANGLE

A STUDY OF MESH OPTIMALITY CRITERIA IN ADAPTIVE FINITE ELEMENT ANALYSIS

A constitutive model for cracking of concrete based on the incremental theory of plasticity

Free vibration analysis of plates, bridges and axisymmetric shells using a thick finite strip method

Email alerts

Update search

Email alerts

Sharing Unavailable